Construction of crate wire protection bunds with tiipping stone/filling on back on crate and construction of irrigation khul with cement concrete at Shang Martselang

Amount

Cost of knitted crate wire mesh/lids of galvanized wire 16'x16' having (4"x4") mesh of 4mm dia Creates= 61Nos x16'x16' =15616 Sft Lids = 30Nos x 4'x4' = 480 Sft Total = = 16096 Sft

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kind of Soil. 20Nos x17'-0" x 5'-6" x 1'-0"= 1870Cft

Lying and wooven crates in positions 61Nos x 4.87 x1.22=362.42

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wire crates including cost of carriage of material all complete job. 61Nos x16'-0" x(5'-0" + 3'-0")x4'-0"=15616 Cfts 2

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials 1Nox 61Nosx4.87x0.15=44.56 2Nox 30x1.22x0.15 =10.98 Total: =55.54 Sqm

Tipping stone filling on back site of crate wire bund 150'-0" x 22'-0"x2'-6"= 8250cft

Randam rubble masonry with hard stone in foundation and plingth including levelling up with cement concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone aggregate 20mm nominal size upto the plingth level and curing completely. 30'-0" x (10+20+15) x 4'-0" =454 cft 3

Carriage of Stone by Mechinical Transport at an avg lead of 10km vide item No:4,6 &7

Carriage of Materials by mechanicals Transport from Leh to Shang Nakdan for an avg. lead 55km. Approx. vide item no:1

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kind of Soil. 250'-0" x0'-6"x 1'-0" =125cft

Providing laying in position cememt concrete of specified grad excluding the costof cenetering and shuttering all works upto the plinth level in 1:3:6 (1 cementr : 3 Coarse sand: 6 graded stone) of aggrigate 20mm nominal size. 250'-0"x2'-0"x0'-9"=375cft

Cenetering and shuttering including struting propping etc. removal of from for foundation. 76-21mtr x2Nosx 0-60mtr =91.45sqm

Carriage of stone aggr. Of 20mm nominal size an avg. lead of 10km qtty. Vide item No,2 =10.62x 0.89=9.45cum

Carriage of sand for an average lead of 40km. Qtty. Vide item No;2 = 10.62 x 0.47= 4.99cum

Carriage of cement from Leh to Shang Martselang for an average lead of 48km. Qtty. Vide item No;2 = 10.62 x 2.20 =23.36Qtl

M/S GHULAM HUSSAIN GOVT CONTRACTOR

M/S SHABIR HUSSAIN